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Printed on:Tuesday 05/27/2025 03:49 PM 29C0292/AAAU/149734Pageof5 <br />Department of Transportation - Division of Maintenance Structure Maintenance & Investigations <br />8 <br />Photo 4 <br />deck condition from Abutment 1 <br /> DECK PHOTOGRAPHS <br />SUPERSTRUCTURE ELEMENT INSPECTION RATINGS AND NOTES <br />SUPERSTRUCTURE <br />SUPERSTRUCTURE RATING =(59) 7 <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition State <br />DECK ELEMENT INSPECTION RATINGS AND NOTES <br />Defect/ <br />Prot Defect <br />(31-513-1150) Check/Shake (Timber) <br />There are checks/shakes with less than 10 percent penetration throughout the timber deck wearing surface. Refer to Photo 4. <br />(58) (7)DECK RATING = <br />(36a) Rail Code 0010 <br />330 Railing-Metal 2 24 m 24 0 0 0 <br />JOINT/APPROACH/RAIL ELEMENT INSPECTION RATINGS AND NOTES <br />RAIL INFORMATION <br />(36b) Transition (36c) Appr Guardrail (36d) Appr Guardrail End 35Roadway Speed MPH <br />JOINT - APPROACH - RAIL <br />(330) Railing-Metal <br />Element DescriptionElem <br />No. <br />Env Total <br />Qty <br />Units <br />CS 1 CS 2 CS 3 CS 4 <br />Qty in each Condition StateDefect/ <br />Prot Defect <br />There were no significant defects noted. <br />Photo 1 <br />Apprpoach condition at Abutment 1 <br />Photo 2 <br />Appraoch condition at Abutment 2 <br />JOINT/APPROACH/RAIL PHOTOGRAPHS